• 상하수도학회지
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• 제25권4호
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• pp.453-462
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• 2011

This study was analyzed to determine the cause of red tide at 10 and 30 days antecedental rainfall, stage and discharge in the Taehwa River, tidal data of Ulsan port, also, it was analyzed variation of red tide population, salinity, BOD, COD, T-N, T-P at S1, S2 each point. Most of the red tide in the Taehwa River occurred by provision of proper nutrients with antecedent, the proximity between discharge and low-flow capacity, and stage and discharge of stabilized condition after the sea water was inflowed by maximum tide difference. Red tide population is not nearly related to the change of salinity, the Taehwa River seems specific features of Non-coastal rivers downstream, because red tide was occurred when salinity quite low-end condition.

• 대한건축학회논문집:계획계
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• 제34권8호
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• pp.117-128
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• 2018

The central of Ulsan was formed and has been developed in alluvial plains the Riverfront of Taehwa River and Dongcheon River Fortresses including Gyebyeonseong of the late Silla, Chisoseong of the Goryeo, Ulsan Gyeonsangjwabyeongyeongseong, Ulsaneupseong, Ulsanwaeseong and Yeompoyeongseong as well as Gugangseowon and Old Ulsanhyanggyo and other facilities well display such fact. In the southern areas of Taehwa River, Byeokpajeong of Samsan, Buddhist temples and pavilion architectures used to be located. In its upstream areas, Eonyangeupseong, Eonyanghyanggo, Banguseowon and Daegokcheon Petroglyph exist as well. As such, the Riverfront of Taehwa River are a central space where the civilization of Ulsan has grown and developed, and are regarded as a core scenic asset of Ulsan. However, the look and nature of Taehwa River changed significantly due to Ulsan irrigation project and the construction of modern bridges such as Ulsangyo and Ulsan railway bridge during the period of Japanese occupation. The old look of the area started to be ruined by water contaminations and developments of waterfront lands that resulted from the development of Ulsan Industrial Center in 1962. The water quality of Taehwa River has been improved as a result of allotting a huge budget and administrative powers before and after 1997, the year when Ulsan was elevated to a metropolitan city. However, the surrounding views around Taehwa River changed greatly due to various urban development projects including apartment complex constructions. This is because the development of the Riverfront started from a land utilization project, in which the construction of apartment complexes was included in the initial phase; as a result, the areas were changed to be private scenic assets for those apartments. Aware of such issue, this study aims to identify major scenic elements that were present in the period before such developments in the river's surrounding areas from literature and geography materials; and to reveal how various urban development projects that have been performed from the period of Japanese occupation have changed the scenic elements of Riverfront of Taehwa River. The purpose of this study is to identify qualitative and quantitative changes in scenic elements of the Riverfront of Taehwa River as well as the characteristics of the resulting changes in the surrounding scenery.

• 한국지형학회지
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• 제23권2호
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• pp.1-13
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• 2016

This study analyzed pollen compositions in archaeological site on alluvial plain of Taehwa River, Taehwa-dong, Ulsan-si vegetational and environmental change during 6,200~3,000 yr BP. The results consist upward of Pollen Zone I (Inner Bay environment), Pollen Zone II (Quercus-Alnus stage) and Pollen Zone III (Alnus stage). The pollen grains of Fagopyrum and reddish gray silty horizon including artifacts of the Bronze Age suggest that there was cultivation on dry-field around the study site, although it is not sure that there was paddy-field cultivation.

• 한국습지학회지
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• 제7권4호
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• pp.81-88
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• 2005

2001년부터 2004년동안 4년간에 걸쳐 조사된 태화강하류의 겨울철새는 11목 21과 58종 최대 출현개체수는 14,034개체이다. 연도별로 출현 사항을 보면 종수의 경우 2001년 48종에서 2004년 31종으로 매년 줄어들고 있다. 한편 개체수의 경우 2002년에 11,991개체로 가장 많이 조사되었고 2004년이 3,476개체로 가장 적게 조사되었다. 5% 이상의 우점종은 흰죽지 Aythya ferina(6,946개체), 떼까마귀 Corvus frugilegus(1,643개체), 붉은부리갈매기 Larus ridibundus(1,193개체), 괭이갈매기 Larus crassirostris(805개체)로서 이들 4종의 개체수 합(10,587개체)이 전체 개체수의 75.4%를 차지한다. 태화강에 도래하는 조류를 보호하기 위해서는 강변 가까운 곳에 조류들의 먹이장소 조성, 쉼터 등 완충지대를 만들어주고 도로와 고수부지 사이는 수목대 또는 차광대와 방음벽을 설치할 필요가 있다. 무엇보다도 시민들의 철새에 대한 보호 의지가 강해야 한다. 또한 철새들이 많이 도래하는 태화강과 동천의 합수부 일대, 조류들의 번식지와 잠자리로 이용하는 대밭 지역($2{\times}0.1km^2$)의 서식지 보호 및 관리방안이 필요하다.

• 한국방재학회 논문집
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• 제1권3호
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• pp.93-102
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• 2001

본 연구에서는 HEC-6 모형을 이용하여 태화강 본류하도 하구부에 위치한 방사보의 영향에 따른 하상변동특성을 분석 검토함으로서, 향후 태화강 하도종합개발계획 수립시에 효과적으로 이용할 수 있도록 하였다. 하상변동특성 분석에 필요한 유량 조건은 태화강 하천정비기본계획수립에서 검토된 풍수량, 홍수량 및 계획홍수량 조건을 이용하였다. 먼저, 하상변동폭에 대한 분석 결과, 삼호교 하류 하도구간에서는 유하유량이 클수록 세굴과 퇴적이 활발히 진행되고 있으나 삼호교 상류 하도구간에서는 큰 변동이 없는 것으로 분석되었다. 다음으로, 유사이송능을 검토한 결과, 유하유량이 클수록 유사이송능은 큰 값으로 추정되었으나 계획홍수량 유하시 방사보 철거전후의 태화강 하구부의 유사이동능은 큰 차이가 없는 것으로 분석되었다. 따라서, 방사보 철거로 인한 토사유입량 감소대책을 고려하여 태화강 하류부에서 유입되는 동천지류의 최하류부에 하천유지용수 확보와 태화강으로의 유사량 유입을 감소시키기 위하여 적절한 수리 구조물을 설치한다면 방사보 제거 후에도 태화강 최하류부의 유사량 퇴적을 감소시키는 좋은 방안이 될 것으로 판단된다.

• 대한지리학회지
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• 제40권
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• pp.15-29
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• 1989

특정지역의 지형은 지질적인 제여건을 반영하고 있으므로 지질과 지형과의 관계를 밝히는데는 다방면에 걸친 연구분석이 이루어져야 한다. 한국 남동지대에 발전하는 지질구조중 소증 양산절층, 동래절층 등의 지질구조는 그 지역의 구조운동을 밝히는 중요한 지표가 될 뿐아니라 지형발달에도 크게 영향을 미치고 있어 지형학적으로도 관심의 대상이 되고 있다. 본 연구의 목적은 태화강 유역의 경사와 절봉면을 분석함으로서 양산절층과 그 부근에 발달한 지질구조가 하천지형의 발달에 어떠한 영향을 미치고 있는가를 밝하는데 필요한 기초자료를 제공하려는 것이다.

• 한국지형학회지
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• 제23권1호
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• pp.61-75
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• 2016

This study aims to reconstruct sea level change and paleogeomorphology since the middle Holocene by diatom analysis and 14C-dating from the sedimentary facies of three trenches on alluvial plain of Taehwa River, Taehwa-dong, Ulsan-si, South Korea. The Taewha-dong area was a narrow bay located between Bangeojin and eatuary of Taehwa River was a narrow bay which has been detached from the open sea during middle Holocene. Taewa-dong area at bay area was developed into alluvial plain by the sediments had been come from the Taewa river basin. The sea level change during the middle Holocene effected on the development of Taewha-dong alluvial plain and its information is included in the sediment facies.

• 한국수산과학회지
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• 제48권4호
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• pp.542-554
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• 2015

Grain size, the content of ignition loss (IL), and the concentrations of chemical oxygen demand (COD), acid volatile sulfide (AVS), and trace metals (Fe, Mn, Cu, Pb, Zn, Cd, Cr, As, and Hg) in surface sediments from the Taehwa River estuary, Ulsan, were measured to evaluate pollution levels and potential ecological risks of organic matter and trace metals in estuarine sediment. The mean grain size (Mz) of sediments in the study region ranged from $-0.8-7.7{\varphi}$ (mean $2.8{\pm}2.4{\varphi}$). Surface sediments in the upstream region of the Taehwa River were mainly composed of coarse sediments compared to the downstream region. The concentrations of IL, COD, AVS and trace metals in the sediment were much higher at downstream sites of Myeongchon Bridge in the vicinity of industrial complexes than at upstream sites of those in the vicinity of the residential areas due to the anthropogenic input of organic matter and trace metals by industrial activities. On the basis of several geochemical assessment techniques [sediment quality guidelines (SQGs), enrichment factor (EF), geoaccumulation index ($I_{geo}$), pollution load index (PLI) and ecological risk index (ERI)], the surfaces sediments in the study region are not highly polluted for trace metals, except for As. However, the higher concentrations in downstream study regions of the Taehwa River could impact benthic organisms including shellfish (i.e. Manila clam) in sediments.

• 한국환경생태학회지
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• 제30권4호
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• pp.745-750
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• 2016

태화강에 분포하는 금강모치의 형태적 특징과 개체군 특징 조사를 2014년 4월부터 2015년 4월까지 실시하였다. 태화강 상류역인 국수천(울산광역시 울주군 범서읍 망성리)이 금강모치(Rhynchocypris kumgangensis) 새로운 서식지로 확인이 되었으며 또한 강릉남대천 이남의 동해남부로 유입되는 하천에서도 처음 발견되었다. 태화강에 서식하는 개체군은 한강 개체군에 비해 미병장(CPL)이 미병고(CPD)에 비해 짧았으며 그 외의 형질은 거의 일치하였다. 계수형질에 있어 태화강 개체군은 측선비늘수, 측선상부비늘수, 측선하부비늘수 등이 다소 적었고 그 외의 형질은 일치하였다. 전장빈도분포도는 45~65mm 이었고 평균 전장은 54.2mm 이었다. 공서어종 중 피라미(Zacco platypus) 25.2%, 버들치(Rhynchocypris oxycephalus) 24.1%) 참갈겨니(Zacco koreanus) 21.8% 등의 개체수 구성비가 높았다. 전장빈도 분포도는 45~65mm 이었고 평균 전장은 54.2mm 이었다. 전장과 체중의 관계식은 $BW=0.000002TL^{3.44}$로 상수 a는 0.000002을, 매개변수 b는 3.44 이었고 건강도는 평균 1.10 이었다.

• 한국산업융합학회 논문집
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• 제4권1호
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• pp.51-60
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• 2001

This study examines the effects of removal of the sediment protection weir at Taehwa river mouth on hydraulic and around river environment considering the fact that the effects of the sediment protection weir which is installed to protect water level drop of Ulsan harbor caused by sediments according to flood in Taehwa river, Dong-chun, and so forth may add water quality contamination by flow stagnance in normal and drought period and accumulation of pollutants. The result is as follows. First, it is estimated from the examination of variation characteristics water depth and level for Taehwa river before and after removal of the sediment protection weir that about 0.01m of water depth down according to removal of the sediment protection weir occurs when low flow runs between the sediment protection weir which is located about 2.3km away from the estuary and Samho-gyo which is about 9.0km away from the sediment protection weir, and about 0.01~0.56m(directly upstream point of the sediment protection weir 0.56m, Myongchon-gyo 0.14m, Ulsan-gyo 0.03m, and Taehwa-gyo 0.02m) downs when design flood flows between the sediment protection weir and the upstream of Taehwa-gyo which is 10km away from the sediment protection weir. Therefore, it is thought that variation of hydraulic characteristics of water depth down and so on according to removal of the sediment protection weir is slight because water depth variation is only about 1cm between directly upstream point of the sediment protection weir and Samho-gyo. Next, it is estimated from the examination of variation characteristics of flow velocity for Taehwa river before and after removal of the sediment protection weir that about 0.0lm/s of flow velocity increase occurs between the directly upstream point of the sediment protection weir which is about 2.4km away from the estuary and the directly upstream point of Samho-gyo when low flow runs, and about 0.01~0.44m/s increases between the sediment protection weir and Samho-gyo when design flood flows. Therefore, riverbed erosion by the increased flow velocity is concerned but it is thought that the concern about riverbed erosion is not great because the mean velocity is about 0.07~1.36m/s when low flow runs, and about 1.02~2.41m/s when design flood flows for the sector which experiences the flow velocity variation.